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HomeMy WebLinkAbout071-400-020071-400-020 06-2220 CANNOY, EDWARD SITE PLAN REVIEW 5 SCHWING LOOP, BERRY CREEK Cont: OWNER NSE;GAR/DECK(COV) - 1 t ,A, br• 1 !` Jr �j�rtirf a ..t F�l ti! k it _ t. ;' - z c . �[' r; �. ikrt } :s t 1 s; tJ:i{ttlF3f lijj � It F :-��yk�.t•,gK S! D 1 it'tt� �1{j`i 7 �1� 1 � �ts f4Sj�it^ ° ✓ .. ."tkd i r•� ,�f. Sfrt i,. r }1 ref f 41t'� .✓ T �r:.ti< t F�1 73 fF r rbltNtttti � C�; SLJ 1 ! s• ' rrt f.[l{} r � { 'tjrl#� � ��f + x". ,� t�, i t 1 4te t& t N Y' < r{i Ik'tyt t j it:a: s ` a � t �. -s-i�'��*+{1,t' 1•'�'ti� �_ ; � ° � w:t;�:i 1�! rS[ 1 �r5►Tf"#,� Y y �frv�Yst+ t 'a•f. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2006®0054807 Recorded I REC FEE 16.00 Official Records 1 County of I CONFORMED COPY 1.00 Butte I Cf NCE J. GRUBBS I County Clerk-Recorderl I I CW 03:14PM 18 -Oct -2M I Page 1 of 4 1111111111111111111111111111111111 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, ( l and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, V smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See- o`�ClAe_k l e Date Q - 3 - O(y PROPERTY OWNERS: MI Ck- cwE State of California County of /&'4c, On U_+nVjcr S,ZOn 6 before me, IG personally appeared Fcl wc-rcl 5. Cc- A do 4 l pecsoflatty Iknewn to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) ishwe subscribed to the within instrument and acknowledged to me that he/she/trey executed the same in his/4ter/their authorized capacity(ies), and that by his/herftheir signatureXon the instrument, the person sj or the entity upon behalf of which the person(sj acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: 01110ftmol"ISOLUM JAMES R � OMAL #16"391 0=0N A.P. # State of California. County. of ..> k ALL-PURPOSE ACKNOWLEDGEMENT On" d C O before me, ��� " L -Z. Date Name and Title of O personally appeared Wt (i.e., Your Name, Notary Public) Name(s) of Docum nt Signer(s) personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(es) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. D. S. KIDD II Commisslon # 1531921 emyComm. Notary Public - CatiforniaButte County Expires Dec 25, 2008 _: (Affix seal in the above blank space) ORDER NO. BU -184824-3 PARCEL III: CONTINUED SOUTH 38 DEG. 55' 53" WEST, 150.35 FEET; THENCE SOUTH 13 DEG. 05' 16" EAST, 121.46 FEET; THENCE SOUTH 57 DEG. 50' 40" EAST, 240.90 FEET; THENCE SOUTH 68 DEG. 21' 16" EAST,.188.10 FEET; THENCE NORTH 84 DEG. 03' 10" EAST, 118.56 FEET; THENCE SOUTH 22 DEG. 38' 31" EAST, 137.37 FEET; THENCE SOUTH 25 DEG. 44' 47" WEST, 388.61 FEET; THENCE SOUTH 45 DEG. 14' 51" EAST, 145.03 FEET; THENCE SOUTH 71 DEG. 49' 54" EAST, 128.47 FEET; THENCE NORTH 88 DEG. 15' 1411'EAST, 131.33 FEET; THENCE SOUTH 44 DEG. 33' 43" EAST, 133.40 FEET; THENCE SOUTH 49 DEG. 39' 07" WEST,.260.43 FEET; THENCE SOUTH 88 DEG. 12' 44" WEST, 200.66 FEET; THENCE NORTH 73 DEG. 21' 32" WEST, 142.00 FEET; THENCE NORTH 80 DEG. 06'. 43" WEST, 335.18 FEET TO A POINT FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 20 BEARS NORTH 39 DEG. 12' 06" EAST, 2,644.84 FEET SAID POINT BEING THE END OF THE HEREIN DESCRIBED CENTERLINE. EXCEPTING THEREFROM'ANY PORTION OF SAID ROAD LYING WITHIN THOSE CERTAIN PARCELS OF LAND CONVEYED IN DEED FROM PEARL E. SIMMONS, A WIDOW, TO THE STATE OF CALIFORNIA, IN DEED DATED NOVEMBER.6, 1962, AND RECORDED. MARCH 8, 1963, IN BOOK 1231, PAGE 548, OFFICIAL RECORDS. BEARINGS AND DISTANCES IN THE ABOVE DESCRIBED CENTERLINE ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM ZONE II, AND THE ZONE II COORDINATES FOR SAID POINT OF BEGINNING ARE Y=694,628.22 AND X=2,161,621.50. EXHIBIT "A" DESCRIPTION ORDER NO. BU -184824-3 THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 2, 'AS SHOWN ON OFFICE OF THE RECORDER ON DECEMBER 20, 1979, APN 071-400-020-000 PARCEL IIs THAT CERTAIN PARCEL MAP, RECORDED IN THE OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 75 OF MAPS, AT PAGE(S) 41. A NON—EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 4, 1977, IN BOOK 63 OF MAPS, AT PAGE(S) 7.. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL -I, DESCRIBED HEREIN. PARCEL III• A PERMANENT NON—EXCLUSIVE EASEMENT* FOR ROAD AND PUBLIC UTILITY PURPOSES, BEING A STRIP OF LAND 60 FEET IN WIDTH, SAID STRIP LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE EAST LINE OF SECTION 20, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M., FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 20 BEARS SOUTH .00 DEG. 52' 46" EAST, 1,065.33 FEET, SAID POINT ALSO BEING THE POINT OF COMMENCEMENT, AS DESCRIBED IN THAT CERTAIN DEED DATED APRIL 20, 19651 AND RECORDED APRIL 22, 1965, IN BOOK 1369, PAGE 546, OFFICIAL. RECORDS; THENCE FROM SAID POINT OF BE LEAVING SAID EAST LINE, ALONG THE CENTERLINE AS DESCRIBED IN SAID DEED NORTH 75 DEG. 08' 40" WEST, 208.98 FEET; THENCE SOUTH 68 DEG. 01' 00" WEST, 203.53 FEET; THENCE SOUTH 53 DEG. 19' 30" WEST, 110.29 FEET; THENCE SOUTH 38 DEG. 27' 00" WEST, 141.91 FEET; THENCE LEAVING SAID DEED CENTERLINE SOUTH 12 DEG. 22' 15" EAST, 72.81 FEET; THENCE SOUTH 25 DEG. 09' 58" EAST, 133.49 FEET; THENCE .SOUTH 07 DEG. 00' 38" EAST, 196.85 FEET; THENCE SOUTH 89 DEG. 03' 28" WEST, 239.11 FEET; THENCE SOUTH 47 DEG. 17' 35" WEST, 270.64' FEET; THENCE SOUTH 12 DEG 48' 15" WEST, 325.19 FEET; THENCE NORTH 72 DEG. 53' 45" WEST, 193.35 FEET; THENCE SOUTH 27 DEG 44' 06" WEST, 173.71 FEET; THENCE SOUTH 05 DEG. 47' 0111 WEST, 164.14 FEET; THENCE SOUTH 85 DEG. 43' 5511.WEST 216.81 FEET; THENCE SOUTH 27 DEG. 02' 45" WEST, 100.38 FEET; THENCE SOUTH 31 DEG. 03' 24" EAST, 270.18 FEET; THENCE SOUTH 06 DEG. 11' 15" EAST, 123.26 FEET; THENCE SOUTH 62 DEG. 02' 03" WEST, 205.31 FEET; THENCE CONTINUED RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2006-0055611 Recorded I Official yyRecords I r CoButte f I CAMM J. GRUBBS I County Clerk-Recorderl I I 02:84PPI 24 -Oct -2886 I REC FEE 10.00 COPIES 2.00 CONFORMED COPY 1.80 MI Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code)o Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. VAUGHAN TRUST JIMMY D. AND ROSE A. VAUGHAN TRUSTEES REAL PROPERTY OWNERILESSOR 6912 SUNNYSLOPE DR. MAILING ADDRESS SACRAMENTO SACRAMENTO CA 95828 CITY COUNTY STATE ZIP 77 JUSTAMERE LN. INSTALLATION MAILING ADDRESS, IF DIFFERENT BERRY CREEK 'BUTTE CA 95916 CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 06-1948 (530) 538-7541 B PERMIT NO. TELEPHONE NUMBER o•a-�-�� S1Gk4AT1jV F LOCAL AGENCY OFFICIAL DATE DEALER NAME (if not a dealer sale, write "NONE") SAME MAILING ADDRESS DEALER LICENSE SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION FLEETWOOD HOMES 2006 4604B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMUNUMBER CAFL617A/B29760-WA13 60'4" x 268" PFS0979379/80 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 071-440-009 SEE ATTACHED HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK -Applicant GOLDENROD -Building Dept. RECORDING REQUESTED BY JIMMY D. VAUGHAN ROSE A. VAUGHAN 6912 Sunnystope Drive Sacramento, California 95828 WHEN RECORDED MAIL DEED TO: JIMMY D. VAUGHAN ROSE A. VAUGHAN 6912 Sunnystope Drive Sacramento, California 95828 Illllllllllllllliflfllllllllflllll 2�b4�2—KZlI KZlI58233 Recorded Official Records I REC FEE 7.00 I County Of BUTTE... I CANDACE J. 9RUBBS I I Recorder .. i ROSEMARY DICKSON I. Assistant: I. Myles 09:02AM 30-Oct;�2002 1 Page 1 of 1 SPACE ABOVE FOR RECORDER'S USE ONLY 1 TRUST TRANSFER DEED The undersigned declare: Documentary transfer tax is NONE. No consideration given, this is not a sale. Change in formal title only. See Note #1 below. For No Consideration, and in order to change formal title, JIMMY D. VAUGHAN, SR. and ROSE ANN VAUGHAN, husband and wife, as Joint Tenants, do hereby sever their interests in order to grant all rights, titles, and interests to JIMMY D. VAUGHAN and ROSE A. VAUGHAN, Trustees of THE VAUGHAN TRUST, dated , 2002, as community property, title and interest in and to the following real property, commonly described as: 77 Justarnere Lane, Berry Creek, California 95916, APN: 071-440-009 & 910-026-810, in the County of Butte, and more particularly described as: PARCEL I: - PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 22, 1993, IN BOOK 132 OF MAPS, AT PAGE(S) 49 AND 50. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS, AS SHOWN ON SAID MAP. PARCEL 11: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 60 FEET IN WIDTH THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST 1/4 CORNER OF SECTION 2, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M.; THENCE SOUTH 88 DEG. 47'29" WEST 15.63 FEET TO THE WESTERLY RIGHT OF WAY LINE OF ROCKERFELLER ROAD; THENCE ALONG THE WESTERLY RIGHT* OF WAY LINE OF ROCKERFELLER ROAD NORTH 20 DEG. 30'09" WEST 31.79 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88 DEG. 47'29" WEST 726.16 FEET; THENCE NORTH 69 DEG. 50'49" WEST 41.67 FEET; THENCE NORTH 74 DEG. 40' 16" WEST 55.85 FEET; THENCE NORTH 86 DEG. 46' 26" WEST 93.11 FEET; THENCE SOUTH 87 DEG. 23' 08" WEST 105.93 FEET; THENCE NORTH 27 DEG. 51' 34" WEST 49.76 FEET; THENCE NORTH 01 DEG. 24' 52" EAST 103.46 FEET; THENCE NORTH 17 DEG. 58' 46" EAST 142.43 FEET; THENCE NORTH 34 DEG. 09'49" EAST 62.14 FEET; THENCE NORTH I1 DEG. 56'56" EAST 77.89 FEET; THENCE NORTH 21 DEG. 05'56' WEST 54.11 FEET; THENCE NORTH 41 DEG. 23' 40" WEST 234.13 FEET; THENCE NORTH 89 DEG. 53' 1 l" WEST 790.71 FEET TO THE END OF THIS EASEMENT. Note #1: This conveyance transfers the undersigned's interest into their Revocable Living Trust and is exempt pursuant to Rev. and Tax Code Section 11911. Dated: -O.Q± 13 , 2002 Dated: VC R3 ,2002 ACKNOWLEDGMENT State of California ) ss County of Sacramento ) On , 2002, before me, Maa'l ? 'SMA , Notary Public, personally appeared JIMMY D. VAUGHAN, SR. and ROSE ANN VAUGHAN, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the persons or the entity upon behalf of strument. M. SMAS Witness my hand and official seal. Commission i 1345049 NotaryPublic - CaAIbmin Placer County Ir My Comm. Fomites Mar t, to JIMMY D. VAUGHAN, RUSE A. VAUGHAN, 6912 Sunnyslope Drive, WE BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 5 SCHWING LOOP Owner: permit NO: 06-2220 APN: 071-400-020 EDWARD CANNOY Issued Date: 11-2.1-o(p By KC(7 Permit type: RESIDENTIAL 125 PINEDALE AVE Subtype: SFD-Custom/Model OROVILLE, CA 95966 Expiration Date: 11-2.1-07 Description: NSF/GAR/DECK(COV) (530) 533-5617 Occupancy: R-3 Zoning: Contractor - Applicant: Square Footage: EDWARD CANNOY EDWARD CANNOY Building Garage Remdl/Addn 125 PINEDALE AVE 125 PINEDALE AVE 1,872 OROVILLE, CA 95966 OROVILLE, CA 95966 Other Porch/Patio Total (530)533-5617 (530)533-5617 561 2,433 FEE INFORMATION County Impact - SFD $2,244.02 Res Impact Fees - SFD $2,005.09 Dwelling - Custom, Model $1,113.57 SMIP - Residential $13.00 Dwelling - Custom, Model $1,670.36 SRA Fees $95.00 Fire Ping Appl Fee (SRA) -Bldg $109.98 Fire Ping Appl Fee (SRA) -Fire- $95.00 Fund 10 BLDG $1,223.55 Impact Processing Auditor $50.00 Impact Processing DDS $50.00 Total Charged: $8,669.57 Fees Paid: I 2,637.10 Balance -Bel . P44 $6,032.47 Receipt No: B171 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License EDWARD CANNOY / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. mprove for the purpose of sale.). ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED IILLYY CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Cartier: Policy Number: Exp. Date: (This section need not be competed if the permit is or once uun reed dollars ($100) or esss.) ❑ I AM EXEMPT under Section B. & P.C. for this reason: I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' � Compensation laws of California, and agree that if I should become subject to the workers' 1 %� X compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisio^ X 1 Z ^o I hereby certify that I have read this application and state that the above information is correct. 1 agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building v _ Signature Date WARNING: FAILURE TO SECURE WORKER ' CO ENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TOC L PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in anyway connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the pro r am aulh ' d to act on the property ownefs behalf. �v�l��D Ooq -21-0 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee iSIGN Print Date the performance of the work for which this permit is issued. (3097 civ. code) POwner 1:1 Cont OR; E]Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip 's2fn'3,q BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buffecounty.net/dds **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name tm,,s0Y first Name Mailing Address I,2S city i2 i ULT , StateCA I,. Zip q Sad Phone63, .G -1; > (-,- 17 Fax E-mail 1 ARCHITECTIENG/NEER CONTRACTOR Name City C3�O�;ilrl.� Address Zip 95WIL" Ci— - -------- -State - TIP Date Approved: Address222� iM`�E1Z5T� ©�C�r Fax E-mail Lic. # Class ARCHITECTIENG/NEER Name M MSF_U_ Address 23l'C �Aijtiri� PC�i' City C3�O�;ilrl.� state , Zip 95WIL" Phone Fax S14- C {E - E-mail State License Number APPLICANT INFORMATION Name EOLtip��ZU � � �nvCi� Address City C)4\aLj�-_ State Zip �� l 1� Phone S31, _ GGI-j Fax E-mail C-aAA 0 5.6 Wz" mb \. —APPLICANT SIGNATURE X For office use only: Zoning U I Flood Zone I X I SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Tot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BIN # F)-5 PROJECT LOCATION AP# 671.- Lk 00 -- Cti "L V Pro Address ScRv� `O G City — Cross Street MNq WORKER'S COMPENSATION Policy Number Carrier if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address222� iM`�E1Z5T� ©�C�r Description or Scope of Work: NeA,Gts:1S C: I`�7`Z tom© C,�ca Sq FT- Living($72) Gara kaOpen Co 5(p ❑ Structure Built without'Permits " ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and. no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: ve. Amount: �� I II�3( 5� Bldg /_IJrT • I� SRA Receipt #: '1W Sheriff Q*03406 SMIP Other Date: q- 1 4 -Q � � 5P$a55 Total K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 8-11-06 .Y - "G, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION y 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Q l 1 ASSESSOR PARCEL NUMBER �� !- y ` 02D Proposed Building Use: N5 Mello Permit Technician: � .1� � Date: "I ' I � " OG It s required in order to apply for a permit -All boxes MUST be checked OR marked NA in order to apply. �- Z� 1. Site plans, Ur 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 1r7 � 3. Engineered plans, i@r 4 sets, with wet signature on plans AK ets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. l.tA 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ / 11. Hazardous Material Form 12. Acknowledgement of building permit application without required clearances. { -� ❑ 13.Other-;_; BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 www.buttecounty.net/dd5 PHONE (530) 538-7541 FAX 538-2140 RECEIPT OF FEES SCHEDULE - RESIDENTIAL Owner CANNOY APN No: 071-400-020 Permit Type: F- Subtype: App Date: 9/14/2006 Permit No: BP 062220 Permit Desc: I I I New 1 BUILDING PERMIT FEES ESTIMATED AT APPLICATION $2,783.93 Plan Check portion of Permit Fee $1,113.57 $1,670.36 Balance of Building Permit Fee 2 FEMAYes Flood Elevation Review $109.98 0 3 SRA* X Yes Fire Plan Check - Non -Refundable $95.00 $95.00_ (State Responsibility Area) Building Inspection $109.98 $109.98 1 - $204.98 NON-REFUNDABLE portion or fees due at application $1,208.57 FEES DUE AND PAYABLE AT TIME OF PERMIT APPLICATION $1,_318..55_ FEES (BELOW) DUE PRIOR TO ISSUANCE OF PERMIT $6.032. tsaiance OT tsunwng rermn fees (from No. i aoove) SMIP* - Strong Motion Instrumentation Program (Enter amount from permit system) Additional Plan Check Fees (NON-REFUNDABLE) 12 SCHOOL DISTRICT FEES* 12a RECREATION DISTRICT FEES* RECEIPT DATE Tech/Asst 131 9/14/06 Kou tni 47 $1,670.36 $13.00 DATE Tech/Asst At the time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. Applicant:Date: Pursuant to Government code Section 66020, you CQ�n�iey otise Items followed by an "*" may have been imposed on your project. You have 90 days from the date of approval of the porject or from the impostion of the above ferenced items during which you may protest. The requirements for a protest are specified in Goverment Code Section 66020(a). K:/Building/Forms/Schedule of Receipt Fees Residential 041506 641 (00 L BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) 0 CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DR -PD). Assessor Parcel Number (s) Property Owner (s) Project Location /Address Subdivision Name qno — V�-o Building Permit Number Assessable Sq. Ftge 8 Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) Comments Department Date verified by Building Department PRRPD D CARD 0 PRPD D DRPD certifies that: C Applicant Name Phone Number 1 RS h: ) -p -CP- Mailing Address city State Zip Has complied with requirements of the Bulte County Board of Supervisors Resolution No by Payment of: $. � / v6 c Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Pai by Cash: Receipt No: �- o Date R rrr ratinn an Park District Representative BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM (One form per Building) School District Building Department No. -Ij A.P.' Number MI - q00 – 01�L0 Junksdictior: city �COunty Property Owner Oa Property Location/Address -)C--Il N P-ka4 V Subdivision Lot No. ............. : Sq. Footage/7 ? Residential DevelopmentEF-1 No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Pefmit # *(No foundation ......................................................... � inspection) ....................... Commercial/industrial New A Addition .... 'Building Department Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), District ld4ntification No. Q70086 School District certifies that A Sq. Footage (including Exterior Roofed Areas) . I I I-;�-ol0� . , Date I % (Applicant) 5--33 — �(pl -7 (40,,>9810 (Street Address)- . & e ,,, 'i (Phone Number&) (State) (Zip Code) - has complied with the requirements of Resolution No. by payment of $ repre . senting /)'ff 7:2—square feet. Fi-n-2-6 $ r PULL MITIGATION I School District Representative Paid by Check # Remarks: - Date //1 r 2-116f, IVolYee: You may Protest the Imposition of the fen Identified above by subndtdng a written protest.to the DWct, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a tintely, written Protest vAu Prohibit you from challenging the Irnposition of the fees In any'co� rt ac@on. If, subsequent to the School District Representative signing We Butte County Schools Impact Fee Cartfilcation Form, the SchoolI DWUW is notified by the applicable Local Planning Agency that this project Is being re lswsd under theCalOwnis Ern4rannental Quaft Act (CEQA). this ProJect may be subject to additional school fen to fufty nftaft its knped on the school district's schools. White (school district), Yellow (building department), Fink (applicant). hMorm xFe (3MSW= OWNER -BUILDER VERIFICATION Attention Property Owner - An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. ' 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES.[ J NO [ �(]. 2. I HAVE ()C_ ] HANE NOT [ ] signed ah application for a building permit for the proposed work 3. I have -contracted with the following person (firm) to provide the proposed construction: NAME: -- ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and- provide 4he major work NAME: _ ADDRESS: PHONE: • CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER DATE: 9 —t 4-0 G NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. 71,;v miict dhP, rmmndPtM and rPffiimF- d to onr office before we are Dermitted to issue the Butte County Department of Development Set -vices usr ADMINISTRATION `BUILDING `GIS `PLANNING o �o 7 County Center Drive o !_ o Oroville, CA 95965 0 *�_` �-' o i (530) 538-7541 Telephone (530) 538-2140 Facsimile OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified For your protection you should be aware that as "owner -builder' you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do *your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation inm,rance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or. through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, Califomia 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, AAYko�r� Scott Rutherford Chief Building Inspector I Avetrc w°f',�e Department c o u n t J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm. Water Pollution Prevention Plan (SWPPP) Acknowledgement (LESS THAN 1 ACRE] Project Description: Project Location and/or Parcel Number: sz , 12.2q I-VpT-y-, CA ctscj (o% A? 0-7 t -LAO ® - 0'2- 0 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more thanone acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: -- Butte Cou 2tyDepartmeiit ol'Developzient Services 7 County Center Drive t Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile 0(j 141 BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including .but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required 'to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained a I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building permit or r uire submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire; agriculture buffer zones, and habitat/species). Please print: Applicant Name: EDW&Fo S . aNrl oo S ScKW IN (0 LOOF Building site address: APN: ©'71- L{ 0 0 — 02-C) Permit No.: 0& 2Z -2O I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE x-11 '-o 6 ..s AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 18 -Oct -20% 2ess-0054807 Has not been compared with original - BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building i permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may. be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations iincluding, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, i smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on ( adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm j operations. All that real property situate in the County of Butte, State of California, described as follows: I - Sem Date 0(0 PROPERTY OWNERS: State of California County of AL'4c- On Q-- + Jcr 3, 2.,On 6 before me, personally appeared Ecl wc�rcl S. Cc../VNO 4,1 penanefly Ifxewn to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/aft subscribed to the within instrument and acknowledged to me that he"ehhey executed the same in his/#er/their authorized capacity(im), and that by his/herk_heir signatureXon the instrument, the persons) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: ,� ME IUI= COW #16"391 -, NOTMy PUBM .M= coin CAIIPO�N A.P. # O'i (—Ljo0 02,0 ~bm DOIN SOL it so r fit' I. '► 3 ALL-PURPOSE ACKNOWLEDGEMENT State of California. Cour of f7� tY On: d' 6 O t� before me , Date` Name and Title of Officer (i. e., Your Name, Notary Public) :personally appeared . c �4' Name(s) ofDocu t Signer(s) personally known to me (or proved to me on the basis of satisfactory evidence) to be the I • erson s whose name es is/are subscribed to the within instrument and acknowledged to me :that he/she/t e'y executed the same in his/her/their authorized capacity(ies), and that by his/her%their,-signatures(s) on the instrument the person(s),--or the entity upon behalf of which the persbn(s) acted, .executed the instrument. WITNESS my hand and official seal. - i]qo1ary D. S. KIUD II a Commission # 1531921 -w $ Notary Public - California,. Butte County My Comm. Expires Dec 25, 2008 (Affix seal in the above blank space) r , EXHIBIT "A" DESCRIPTION ORDER NO. BU -184824-3 THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS -FOLLOWS: PARCEL I• PARCEL 2, AS SHOWN ON OFFICE OF THE RECORDER ON DECEMBER 20, 1979, APN 071-400-020-000 PARCEL II: THAT CERTAIN PARCEL MAP, RECORDED IN THE OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 75 OF MAPS, AT -PAGES) 41. A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 4, 1977, IN BOOK 630F MAPS, AT PAGE(S) 7. - EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: A PERMANENT NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, BEING A STRIP OF LAND 60 FEET IN WIDTH, SAID STRIP LYING 30 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: BEGINNING AT A POINT ON THE EAST LINE OF SECTION 20, TOWNSHIP 20 NORTH, RANGE 5 EAST, M.D.B. & M., FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 20 BEARS SOUTH .00 DEG. 52' 46" EAST, 1,065.33 FEET, SAID POINT ALSO BEING THE POINT OF COMMENCEMENT, AS DESCRIBED IN THAT CERTAIN DEED DATED APRIL 20, 1965, AND RECORDED APRIL 22, 1965, IN BOOK 1369, PAGE 546, OFFICIAL. RECORDS; THENCE FROM SAID POINT OF BEGINNING, LEAVING SAID EAST LINE, ALONG THE CENTERLINE AS DESCRIBED IN SAID DEED NORTH 75 DEG. 08' 40" WEST, 208.98 FEET; THENCE SOUTH 68 DEG. 01' 00" WEST, 203.53 FEET; THENCE SOUTH 53 DEG. 19'.30" WEST, 110.29 FEET; THENCE SOUTH 38 DEG. 27' 00" WEST, 141.91 FEET; THENCE LEAVING SAID DEED CENTERLINE SOUTH 12 DEG. 22' 15" EAST, 72.81 FEET; THENCE SOUTH 25 DEG. 09' 58" EAST, 133.49 FEET; THENCE .SOUTH 07 DEG. 00' 38" EAST, 196.85 FEET; THENCE SOUTH 89 DEG. 03' 28" WEST, 239.11 FEET; THENCE SOUTH 47 DEG. 17' 35" WEST, 270.64 FEET; THENCE. SOUTH 12 DEG 48' 15" WEST, 325.19 FEET; THENCE NORTH 72 DEG. 53' 45" WEST, 193.35 FEET; THENCE SOUTH 27 DEG 44' 06" WEST, 173.71 FEET; THENCE SOUTH 05 DEG. 47' 01" WEST, 164.14 FEET; THENCE SOUTH 85 DEG. 43' 5511.WEST 216.81 FEET; THENCE SOUTH 27 DEG. 02' 45" WEST, 100.38 FEET; THENCE SOUTH 31 DEG. 03' 24" EAST, 270.18 FEET; THENCE SOUTH 06 DEG. 11' 15" EAST, 123.26 FEET; THENCE SOUTH 62 DEG. 02' 03" WEST, '205.31 FEET; THENCE CONTINUED f PARCEL III: CONTINUED ORDER NO. BU -184824-3 SOUTH 38 DEG. 55' 53" WEST, 150.35 FEET; THENCE SOUTH 13 DEG. 05' 16" EAST, 121.46 FEET; THENCE SOUTH 57 DEG. 50' 40" EAST, 240.90 FEET; THENCE SOUTH 68 DEG. 21' 16" EAST, 188.10 FEET; THENCE NORTH 84 DEG. 03' 10" EAST, 118.56 FEET; THENCE SOUTH 22 DEG. 38' 31" EAST, 137.37 FEET; THENCE SOUTH 25 DEG. 44' 47" WEST, 388.61 FEET; THENCE SOUTH 45 DEG. 14' 51" EAST, 145.03 FEET; THENCE SOUTH 71 DEG. 49' 54" EAST, 128.47 FEET; THENCE NORTH 88 DEG. 15' 14" EAST, 131.33 FEET; THENCE SOUTH 44 DEG. 33' 43" EAST, 133.40 FEET; THENCE SOUTH 49 DEG.,39' 07" WEST,.260.43 FEET; THENCE SOUTH 88 DEG. 12' 44" WEST, 200.66 FEET; THENCE NORTH 73 DEG. 21' 32" WEST, 142.00 FEET; THENCE NORTH 80 DEG. 06'. 43" WEST, 335.18 FEET TO A POINT FROM WHICH THE SOUTHEAST CORNER OF SAID SECTION 20 BEARS NORTH 39 DEG. 12' 06" EAST, 2,644.84 FEET SAID POINT BEING THE END OF THE HEREIN DESCRIBED CENTERLINE. EXCEPTING THEREFROM ANY PORTION OF SAID ROAD LYING WITHIN THOSE CERTAIN PARCELS OF LAND CONVEYED IN DEED FROM PEARL E. SIMMONS, A WIDOW, TO THE STATE OF CALIFORNIA, IN DEED DATED NOVEMBER 6, 1962, AND RECORDED• MARCH 8, 1963, IN BOOK 1231, PAGE 548, OFFICIAL RECORDS. BEARINGS AND DISTANCES IN THE ABOVE DESCRIBED CENTERLINE ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM ZONE II, AND THE ZONE II COORDINATES FOR SAID' POINT OF BEGINNING ARE Y=694,628.22 AND X=2,161,621.50. 0 • Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone . (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING October 17, 2006 EDWARD CANNOY 125 PINEDALE AVE OROVILLE, CA 95966 Assessor Parcel Number: 071-400-020 Building Permit Number: 06-2220 Description: NSF/GAR/DECK(COV) Thank you for submitting the plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each continent by letter or by completing and returning a Plan Review Response Form. A complete and clear response will expedite the re -check and approval of this project. COMMENTS: 1. Specify construction details of the braced wall panels (BP2) and alternate braced wall panels on the, plans. 2. Please revise the Title 24 Energy Compliance report to reflect the same amount of fenestration surfaces (windows, skylights, doors with glazing) as shown on the plans. 3. Please revise the structural calculations to include a 37# snow load for Berry Creek at 2000 ft. of elevation.. If you wish to discuss any of these comments, please call (530) 538-7541. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Kristin Lee Wreden Building Plans Examiner kwreden@buttecounty.net Cc: Jim Pursell SITE PLAN REVIEW APPLICATION\ Date . AP# Permit Number (if applicable) APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Site Address: Proposed Use: Bin Number Parcel Size: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ' ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer,�, \- ❑ Multi -family \1 4 Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other N�Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ..Well ❑ Agricultural Buffer Form Zone: V DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ' ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved By r Date 16L r 1 2006 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: General Plan: Applicable Building Setbacks: Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front , Side f Side Street Rear �— Height Waterway N/A N/A N/A Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 2006 Parcel Created By: ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ ' Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: p�(� Lot: Book: 76-- Page: 3 2006 WELL PERMIT REVIEW Due Date Dat : \"� REHS�� Owner���� New_451—_Destr Repair Monitor Hydropu ch Cathodic Protection Reauired Pendine Conwltd Required Pending Comphd Access Pump Test Legal Parcel (Sent ) Deep Seal Area/Depth Acceptable S.D. Site Work Plan Moratorium Area Letter of Authorization VOC ConcernArea Clear Space Easement Water Sample Possible Small Water S st. Flood Zone Designated Well Site Date/Time I Service or Comment N TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance H. USE 3 r Plot Plan Attached Flout Plan Attached Sent to B.D. f� Owner 9cation AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private W 11 Clearance for /dwelling. Other 3 2®c -,e—.! o Hold final for: Final clears a 0. K. for: NOTE: 8/96 Assessor's Enclosed in the envelop_ a arethe following items: Residential or -Non_ -Residential Construction R_ eq: Title-24Energy,Calculations _ _ ~ mss^ Engineered Truss details Y Structural calculations X' C_DF. Fire Safe requirements _ Flood Elevation Certificate, Special InInspection, Sheet~ `\i' Air,QualityJManagement,Dist: Rule 207iForm- CkanN sc� ( kya,looP lifornia Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Building Permit # e6 - 22'x' Under authority of Public Resources Code Section 4290 and 4291, Butte County Improvement Standards, and the California Building Code, the following items are required by CDFButte County Fire Department for all development located within Wildland-Urban Interface Fire Areas and made part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which exceed these standards. Public Resources Code 4290 ARTICLE 1. ADMINISTRATION 1272.00 Maintenance of Defensible Space Measures To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit: parcel or map approval. ARTICLE 2. EMERGENCY ACCESS 1273.00. Intent Road and street networks, whethen public or private, unless exempted under Section 1270.02(e), shall provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and shall provide unobstructed traffic circulation Suring a wildfire emergency consistent with Sections 1273.00 through 1273.11. 1273.02 Roadway Surface The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in coiformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of class 2 aggregate base and 2" of a3phalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadway Radius (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. (b) The length of vertical curves i -i roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, c -hall be not less than 100 feet. Revised 08/24/06 1 F I R E S A F E 4 1 E I R E M E N T S 1273.05 Roadway Turnarounds Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, the top of the "T" shall be a minimum of 60 feet in length. 1273.06 Roadway Turnouts Turnouts shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1273.07 Roadway Structures (a) All driveway, road, street, and private lane roadway structures (Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. All bridges must be certified by a registered Civil Engineer. 1273.09. Dead -End Roads (a) The maximum length of a dead-end road, including all dead-end roads accessed from the dead-end road, shall not exceed the following cumulative lengths, regardless of the numbers of parcels served: parcels zoned for less than one acre 800 feet parcels zoned for 1 acre to 4.99 acres 1,320 feet parcels zoned for 5 acres to 19.99 acres 2,640 feet parcels zoned for 20 acres or larger 5,280 feet All lengths shall be measured from the edge of the roadway surface at the intersection that begins the road to the end of the road surface at the intersection that begins the road to the end of the road surface at its farthest point. Where a dead-end road crosses areas of differing zoned parcel sizes, requiring different length limits, the shortest allowable length shall apply. (b) Where parcels are zoned 5 acres or larger, turnarounds shall be provided at a maximum of 1320 foot intervals. (c) Each dead-end road shall have a turnaround constructed at its terminus. 1273.10 Driveways (a) All new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway requirements. (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. (c) Driveways exceeding 1.50 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. Revised 08/24/06 2 1213.11 Gate Entrance (a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. (c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning radius shall be used. ARTICLE 3. SIGNING AND BUILDING NUMBERING 1274.00. Intent To facilitate locating a fire and to avoid delayE in response, all newly constructed or approved roads, street, and buildings shall be designated by names or numbers, posted on signs clearly visible and legible from the roadway. This section shall not restri -�t the size of letters of numbers appearing on street signs for other purposes. 1274.08. Addresses for Buildings All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory buildings will not be required to have a separate address; however, each dwelling unit within a building shall be s-,parately identified. 1274.09. Size of Letters, Numbers and Symbols for Addresses Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch stroke, reflectorized, contrasting with the background color of the sign. 1274.10. Installation, Location and Visibility of Addresses (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. ARTICLE 4. EMERGENCY WATER STANDARDS 1275.00. Intent Emergency water for wildfire protection shall be available and accessible in quantities and locations specified in the statute and these regulations, in order to attack a wildfire or defend property from a wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally occurring or man made containment structure, as long as the specified quantity is immediately available. Butte County Fire Department currently utilizes mobile water tenders to meet the emergency water for wildfire protection requirement. Revised 03/24/06 3 ARTICLE 5. FUEL MODIFICATION STANDARDS 1276.00 Intent To reduce the intensity of a wildfire by reducing the volume and density of flammable vegetation, the strategic siting of fuel modification and greenbelts shall provide: (1) increased safety for emergency fire equipment and evacuating civilians; (2) a point of attack or defense from a wildfire. 1276.01 Setback for Structure Defensible Space (a) All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. Same Practical Effect Requirements for buildings less then 30 feet from property line: [ ] If the Building Setback is less then 30 feet from all property lines and/or the center of the road, the following shall be required: ✓ Class A roof ✓ Fully enclosed eaves on entire structure (December 5, 2005, per 2001 California Building Code 704A.2.3, fully enclosed eaves are required on all structures in any fire hazard severity zone within State Responsibility Areas, regardless of setback distance from the property line or center of roadway) ✓ Fire rated metal doors on side toward property line with insufficient setback ✓ Siding on entire structure from the following list: (a) Stucco -3 coat (b) Non combustible Board, Plank or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels Disposal, including chipping, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction, and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. 1276.03 Greenbelt Subdivision and other developments, which propose greenbelt as a part of the development plan, shall locate said greenbelt strategically, as a separation between wildland fuels and structures. The locations shall be approved by the inspector. Public Resources Code 4291 A person that owns, leases, controls, operates, or maintains a building or structure in, upon, or adjoining any mountainous area, forest -covered lands, brush -covered lands, grass -covered lands, or any land that is covered with flammable material, shall at all times do all of the following: Revised 08/24/06 4 (a)'Maintain around and adjacent tc the building or structure a firebreak made by removing and clearing away, for a distance of not less thar 30 feet on each side of the building or structure or to the property line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does not apply to single specimens of trews or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not fon a means of rapidly transmitting fire from other nearby vegetation to any building or structure. (b) Maintain around and adjacent tc the building or structure additional fire protection or firebreak made by removing all brush, flammable vegetation, or combustible growth that is located within 100 feet from the building or structure or to the property line or at a greater distance if required by state law, or local ordinance, rule, or regulation. Grass and other vegetation located more than 30 feet from the building or structure and less than 18 inches in height above the ground may be maintained where necessary to stabilize the soil and prevent erosion. This sub3ivision does not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to effectively manage fuels and not form a means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure. (c) Remove that portion of any tree that extencs within 10 feet of the outlet of a chimney or stovepipe. (d) Maintain any tree adjacent to or overhanging a building free of dead or dying wood. (e) Maintain the roof of a structure 'ree of leaves, needles, or other dead vegetative growth. (f) Prior to constructing a new builcing or stru;:ture or rebuilding a building or structure damaged by a fire in such an area, the construction or rebuilding of which requires a building permit, the owner shall obtain a certification from the local building official that the dwelling or structure, as proposed to be built, complies with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request, to the insurer providing course of construction insurance coverage for the building or structure. Upon completion of the construction or rebuilding, the owner shall obtain from the local building official, a copy of the final inspection report t:gat demonstrates that the dwelling or structure was constructed in compliance with all applicable state and local building standards, including those described in subdivision (b) of Section 51189 of the Government Code; and shall provide a copy of the report, upon request, to the property insurance carrier that insures the dwelling or structure. Butte County Improvement Standards Installation of Fire Sprinklers If your property was part of a parcel split after September 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. 2001 California Building Code, December 5, 2005 704A.1 Roofing 704A.1.1 General Roofs shall comply with the requirements of Chapter 7A and Chapter 15. Roofs shall have a roofing assembly installed in accordance with its listing and the manufacturer's installation instructions. Revised 08/24/06 704A.1.2 Roof coverings 4 Where the roof profile allows a space between the roof and roof decking, the spaces shall be constructed to prevent the intrusion of flames and embers, be fire stopped with approved materials or have one layer of No. 72 ASTM cap sheet installed over the combustible decking. 704A.1.3 Roof valleys When provided, valley flashings shall be not less than 0.016 -inch (0.41mm) (No. 28 galvanized sheet gage) corrosion -resistant metal installed over a minimum 36 inches (914 mm) wide underlayment consisting of one layer of No. 72 ASTM cap sheet running the full length of the valley. 704A.1.4 Roof gutters Roof gutters shall be provided with the means to prevent the accumulation of leaves and debris in the gutter. 704A.2 Attic Ventilation 704A.2.1 General When required by Chapter 15, roof and attic vents shall resist the intrusion of flame and embers into the attic area of the structure, or shall be protected by corrosion resistant, noncombustible wire mesh with '/4 inch (6mm) openings or its equivalent. 704A.2.2 Eave or cornice vents. Vents shall not be installed in eaves and cornices. EXCEPTION: Eave and cornice vents may be used provided they resist the intrusion of flame and burning embers into the attic area of the structure. 704A.2.3 Eave Protection. Fully enclosed eaves on entire structure. Eaves and soffits shall meet the requirements of SFM 12-7A-3 or shall be protected by ignition -resistant materials or noncombustible construction on the exposed underside. All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefir6.or2/Fireprevention/protplan/protplan.htmi -SEP i Z00F Date Revised 08/24/06 6 Darren Read Fire Protection Planning Jim Pursell Page #1 Civil Engineer Date: 20 -Aug -06 RCE 60924 Job Number: 106-03-28 Job Name: Steve & Michelle Cannoy Location: Mayberry Rd. A.P.N.: 071-400-020 Analysis: 2001 CBC Dead Loads. Live Loads Roof: Comp. Shingle 6.0 1n" O.S.B. 1.5 Framing 9.0 BUTTE COUNTY Insulation 1.0 BUILDINGIVISSION 1/2" Gypsum 2.5 20.0 psf. 16 psf. APPROVED 1012-71M, Wall: Stucco 10.0 3/8" O.S.B. 1.5 Framing -2.5 _ 1/2'.' Gypsum 2.5 pFES Ips Insulation 1.0 P lF 9 18.0 psf. C 80924 9 door. Hardwood Fir. 6.0 3/4" plywood 2.5 st Framing 2.5 Insulation 1.0 5/8" Gyp. Brd.: 3.0 15.0 psf. 40 psf. ti Lateral Loads t Wind: P=C,Cggl where Exposure B Ce 0.62 @ 15 feet Cq 0.3" in/0.9 out windward roof q= '14.5 psf @ 75 mph - 0.67 @ 20 feet 0.7 out leeward roof I= 1 0.72 @ 25 feet 0.8 in windward wall 0.72 @ 30 feet 0.5 out leeward wall Seismic: V=2.5CaIW/1.4Rwhere- Ca 0.33 I= I R= 5.5/4.5 Soil Bearing Lateral Sliding Lateral Bearing 1500 psf Coeff.=0.30 200 psf/ft. M -/ / -7 N x ..................... _ 2-z &F8 cr{r.�c� ,Q.�C�TIoN 2-2 \3 ' USS 64 // ?� /og// r` 6 Zy F V Cji �� bl &)A LL - v I-r� Cannoy Page 4 Column Calculations for Kinp Studs @ Wall A : Slenderness Ratio:King Stud: 2-2x6 #2 D.F. Let (ft.) = 16.00 Ke = 1.0 d1 (in.) = 5.50 Le2 (ft.) = 8.00 d2 (in.) = 3.00 - Lei (Ke) = 16.00 ft. Ledd1 = 35 < 50 OK Le2/d2 = 32 < 75 OK (during construction) Column Stability Factor: Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/c)^1/2 #2 D.F. stud: b = d2 = 3.00 h = dl = 5.50 Fc ` 1350 psi F'c = Fc'CD'CM'Ct'CF'Ci'Cp CD = 1.25 CM = 1.00 F'c = 2194 psi. CF = 1.30 Ct = 1.00 Ci = 1.00 Fce = Ke" E/(Lel/dl)^2 Kce = 0.30 (visually graded lumber) Fce = 394 psiE = 1.60 X 10^6 Fce/F'c = 0.18 C = 0.8 (sawn lumber) Cp = (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)^2 - (Fce/F'c)/c)^1/2 = 0.17 Therefore, F'c = 378 psi Actual Compression Stress: fc = Load / Area Load = 900 Ib. fc = 55• psi Area = b'h = 16.5 sq.in. fc - < F'c 55 < 378 OK! 2-2x6 #2 D.F. OK in compression only Cannoy Column Calculations for King Studs 0) Wall A Bending & Axial Compression: (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) < 1.0 where fc < Fce Fb = ' 900 psi (#1'D.F. sawn lumber). F'b = Fb'CD'CM'Ct'CF'Ci'Cr CD = 1.60 CF = 1.30 F'b = 2153 psi Cr = 1.15 Calculate Bending Stress fb Wind Pressure .P = Ce-Cq•q•1 Ce = 0.62 1= 1.00 Trib. Width = 9 ft. w (unif.load) = P x Trib.Wdth = 64.7 plf Reactions @ top & botom = w(Let)/2 = 518 Ib. M (maximum moment) = w(Lel)A2/8 = 2071 ft.- Ib. fb = Mcll = (6M)/(bh^2) = 1643 psi Thus....... (fc/F'c)^2 +fb/(F'b(1-fc/Fce)) = 0.91 < 1 where Use 2-2x6 #2 D.F. r' Page 5 CM= 1.00 Ct = 1.00 Ci = 1.00 Cq = 0.80 q = 14.50 psf Let (ft.) = 16.00 b=d2=3.00 h=dt=5.50 fc < Fce 55 < 394 OK! Cannoy Column Calculations for Typical Stud (a) Walls A & B Slenderness Ratio: Typical Stud: 2x6 #2 D.F. Lei (ft.) = 16.00 Ke = 1.0 d1 (in.) = 5.50 Le2 (ft.) = 8.00 d2 (in.) = 1.50 Lei (Ke) = 16.00 ft. Lei/d1 = 35 < 50 OK Le2/d2 = 64 <.75 OK (during construction) Column Stability Factor: Cp = (1+Fce/F'c)/2c) -(((I +Fce/F'c)/2C)A 2 - (Fce/F'c)/c)^1/2 #2 D.F. stud: b d2 = 1.50 h = d1 = 5.50 Fc = .1350 psi Page 6 F'c = Fc'CD'CM'Ct'CF'Ci'Cp CD = 1.25 CM = 1.00 F'c = 2194. psi CF= 1.30 Ct = 1.00 ' Ci = 1.00 Fce = Ke*E/(Lei/di)^2 Kce = 0.30 (visually graded lumber) Fce = 394 psi E = 1.60 X 10^6 Fce/F'c = 0.18 C = 0.8 (sawn lumber) Cp "_ (1+Fce/F'c)/2c) - (((1+Fce/F'c)/2c)"2 - (Fce/F'c)/c)^1/2 = 0.17 Therefore, F'c = 378 psi Actual Compression Stress: fc = Load / Area Load = 440 Ib. fc = 53 psi Area = b'h = 8.25 sq.in. G < F'c 53 < 378 OK! 2x6 #2 D.F. OK in compression only Cannoy Column Calculations for Typical Stud (aD Walls A & B Bending & Axial Compression: (fc/F'c)^2 + fb/(F'b(1-fc/Fce)) < 1.0 where 77 fc < Fce Fb = 900 psi (#1 D.F. sawn lumber) F'b = Fb`CD'CM'CYCF'Ci-Cr CD = 1.60 CF = 1.30 F'b = . 2153 psi Cr = 1.15 Calculate Bending Stress fb Wind Pressure P = Ce•Cq•q-1 Ce = 0.62 = 1.00 Trib. Width = 1.33 ft. w (unif.load) = P x Trib.Wdth = 9.6 plf Reactions @ top & botom = w(Let)/2 = 77 Ib. M (maximum moment) = w(Let)^2 / 8 = 306 ft.- Ib. fb = Mc/I = (6M)/(bh^2) = 486 psi Thus....... (fc/F'c)1,2 + fb/(F'b(1-fc/Fce)) = 0.28 < 1 where Use 2x6 #2 D. F. Page 7 CM = 1.00 Ct = 1.00 Ci = 1.00 Cq = 0.80 . . q = 14.50 psf Lei (ft.) = 16.00 b=d2= 1.50 h=dt=5.50 fc < Fce 53 < 394 OK! Cannoy Page 8 Lateral Analysis Improtance Factor I= 1 Wall 1O Upper Level , Wind Seismic Roof Weight: Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 3 : 12 = 1.03 P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)z(Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 10 0.7 10 14.5 1 = 97.2 1.03 x 555 x 20 = 11442 .P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Ext. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 130 x 18 = 2340 Wall: Windward Leeward q I P Int. Wall Wt: (Area)x(WQpsf)) = Wt -(lb) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Gyp. 0 x 10 = 0 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 '0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(20)= 0.67 0.8 65 0.5 65 14.5 1 = 821 R = 4.5 W = 13782 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 Stucco Base Shear (lb) P -(Total) = 918 V = (2.5 x Ca x I x W)/(1 A x R) = 1969 Seismic GOVERNS Wall 1O Floor Level Wind Seismic Roof Weight: Roof: Windward - Leeward q I P Pitch = Rise:Run Pitch Factor (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) 3: 12 = 1.03 P(30)= 0.76 0.3 0 0.7 0 14.5 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 1.03 x 811 x 16 = 13375 P(20)= 0.67 0.3 10 0.7 10 14.5 1 = 97.2 Wood Arbor (Area)x(Wt.(psf)) = Wt.(Ib) P(15)= 0.62 0.31 0 0.7 0 14.5 1 = 0 286 x 8 = 2288 Ext. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 478 x 18 = 8604 Wall: Windward Leeward q I P Int. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Gyp. 104 x 10 = 1040 P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 0 0.5 0 14.5 1 = 0 Ca = 0.36 Total Wt.(Ib) P(20)= 0.67 0.8 69 0.5 69 14.5 1 = 871 R = 5.5 W = 25307 P(15)= 0.62 0.8 174 0.5 174 14.5 1 = 2034 Wood Base Shear (lb) P (Total) = 3002 V = (2.5 x Ca x I x W)/(1.4 x R) = 2958 Wind GOVERNS Cannov Lateral Analysis Improtance Factor 1= 1 Wall O2 Upper Level Wind Roof: Floor Level Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75). (lbs) P(30)= 0.76 0.3. 0 . 0.7 0 14.5 1, = 0 P(25)= 0.72 0.3 0 0.7 0 . 14.5 1 = 0 P(20)= 0.67 0.3 10 0.7 10 14.5 1 = 97.2 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Wall: 0.3 10 Windward Leeward q I. P 0.62. (Coef.) (Coef.x A + Coef. x A) (@75) 0 (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 6 0.5 6 14.5 1 = 81.4 P(20)= 0.67 0.8. 65 0.5 65 14.5 1 = 821 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 P (Total) _ - 999 Seismic GOVERNS Wall ZO Floor Level Wind Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.3 - 0 . 0.7 .0 14.5 1 = 0 P(25)= 0.72 0.3 0 0.7 . 0 14.5 1 = 0 P(20)= 0.67 0.3 10 0.7 10 14.5 1 = 97.2 P(15)= 0.62. 0.3 0 0.7 0 14.5 1 = 0 Wall: Windward Leeward q 1 P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) P(30)= 0.76 0.8 0 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8, 6 0.5 6 14.5 1 = 81.4 P(20)= 0.67 0.8 65 0.5 65 14.5 1 = 821 P(15)= 0.62 0.8 180 0.5 180 14.5 1 = 2104 P (Total) 3103 Seismic GOVERNS Page 17 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 3: 12 = 1.03 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 555 x 20 = 11442 Ext. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 130 x 18 = 2340 Int. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Gyp. . Ox 10 = 0 Ca = 0.36 Total Wt.(Ib) R = 4.5 W 13782 Stucco Base Shear Ib V=(2.5xCaxIxW)/(1.4xR)= 1969 Seismic Roof Weight: Pitch = Rise:Run Pitch Factor 3: 12 = .1.03 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) 1.03 x 883 x 16 = 14563 Wood Arbor (Area)x(Wt.(psf)) = Wt. (lb) 286 x , 8 = 2288 Ext. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 490 x 18 = 8820 Int. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Gyp. 100 x 10 = 1000 Ca = 0.36 Total Wt.(Ib) R = 5.5 W = 26671 Wood Base Shear (lb) V=(2.5xCaxlxW)/(1.4xR)= 3117 r Cannon Page 1,-) Lateral Analysis Improtance Factor 1= 1 Wall OA=OB (by symetry) Floor Level Wind Seismic Roof Weight: Roof: Windward Leeward q I P (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Pitch = Rise:Run Pitch Factor P(30)= 0.76 0.3 0 .0.7 0 14.5 1 = 0 3 : 12 = 1.03 P(25)= 0.72 0.3 0 0.7 0 14.5 1 =. 0 (Pitch factor)x(Area)x(Wt.(psf)) = Wt.(Ib) P(20)= 0.67 0.3 3 0.7 3 14.5 1 = 29.1 1.03 x 555 x 20 = 11442 P(15)= 0.62 0.3 0 0.7 0 14.5 1 = 0 Ext. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 108 x 18 = 1944 Wall: Windward Leeward q I P Int. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef. x A) (@75) (lbs) Gyp. 0 x 10 = 0 P(30)= 0.76 0.8- 0 0.5 . 0 14.5 1 = 0 P(25)= . 0.72 0.8 - 9 0.5 9 14.5 1 = 122 Ca = 0.36 Total Wt.(Ib) P(20)= 0.67 0.8 -.54 0.5 54 14.5 1 682 R = 5.5 W = 13386 P(15)= 0.62 0.8 0 0.5 0 14.5 1 = 0 Wood Base Shear (lb) P (Total) = 833 V = (2.5 x Ca x I x W)/(1.4 x R) = X565 J Seismic GOVERNS Wall A =(B )(by symetry) Upper evel Wind Seismic Roof Weight: Roof: Windward Leeward q I P Pitch = Rise:Run Pitch Factor (Coef.) (Coef.x A + Coef. ;x A) (@75) (lbs) 3 : 12 = 1.03 P(30)= 0.76 0.3 0 0.7 0 .14.5. 1 = 0 (Pitch factor)x(Area)x(Wt.(psf)j = Wt.(Ib) P(25)= 0.72 0.3 0 0.7 0 14.5 1 = 0 1.03 x 555 x . 16 = 9153 P(20)= • 0.67. 0.3 3 .0.7 3 14.5 1 = 29.1 Wood Arbor (Area)x(Wt.(psf)) = Wt. (lb) P(15)= 0.62 0.3 0 . 0.7 0- 14.5 1 = 0 286 x 8 = 2288 Ext. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) Stucco 270 x 18 = 4860 Wall: Windward Leeward q I P Int. Wall Wt: (Area)x(Wt.(psf)) = Wt.(Ib) (Coef.) (Coef.x A + Coef.'x A) (@75) (lbs) Gyp. 1.10 x 10=- 1100 P(30)= 0.76 0.8 0. 0.5 0 14.5 1 = 0 P(25)= 0.72 0.8 9 0.5' 9 14.5 1 =. 122 Ca = 0.36 Total Wt.(Ib) P(20)= 0.67 0.8 54 0.5. 54 14.5 1 =. 682 R = 5.5 W = 17401 P(15)= 0.62 0.8 82 0.5 82 14.5 1 = 958. Wood Base Shear (lb) P (Total) = 1792 V = (2.5 x Ca x I x W)/(1.4 x R) _20-34 Seismic GOVERNS �.Nbt /M Crn/ 2, -77 I c7 NAV CAt-,-)&) 78)E NAIL lz;,-NXt To meq.:S\ A -S PkPL- 7- iC%IU�G o 8071cv�1 ' 7� ' K �Y �n fl Crl0-10. Cal 1':�- 13 /5658 ?may 3) / A17--r.E GSW A Z UPI _ �i P-4 Rti 7'� �- s _�i �'I-A LS � L L k ,AT tZ S7"r9N�7gfZD Gv,Ns7R�.>GT/oN P�}y��-'(C�.S'. _ - u G,k.V Sh'= = PA -- S'7"� A. �: ��Ac.�✓�-� %'�✓i o�-s ,,�. �c4�U��-� � Imo. �gnJe.�oR�G�., PA A.),Z 2z( Pk< -r cl, L)�� ZE�3 =-.313-4 USS i� PA �C� C - J�•OG cfl�.cK Gv� Y�URN/� �-- 313 sr C-2<, cA 1 11 E • COIN . OCT 2 6 2006 DESER�� N3 TITLE 24 REPORT Title 24 Report for: Cannoy Residence Schwing Loop Road Orov'ille, Ca Project Designer: Steve Cannoy 125 Pinedale Ave Oroville, Ca 95966 530-533-5617 Report Prepared By: Jim Spurlock Jim Spurlock P.O. Box 67 Berry Creek, CA 95916 (530) 519-3844 Job Number: 06120 Date: 10/25/2006 0&-210�6 BUTTE COUNTY BUILDING DIVISION APPROVED The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 4.3 by EnergySoft Job Number. 06120 User Number. 6494 TABLE OF CONTENTS Cover Page - 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 8 HVAC System Heating and Cooling Loads Summary 10 Room Load Summary 11 Room Heating Peak Loads 12 Room Cooling Peak Loads 13 EnergyPro 4.3 by EnergySoft Job Number: 06120 User Number: 6494 Certificate Of Compliance: Residential Existing Floor Area: (Part 1 of 4) CF -1 R rnnnoyResirience Project Title 1,872 ft2 Slab on Grade Area: 0 ft2 10/25/2006 Date .grhwin,q loop Rnntl Project Adirress 0mville 1.00 Number of Stories: Building Permit # Jim Spurlock (530) 519-3844 Docume tation Author Telephone Plan ChecldDate EneravPro Complilrice Method 11 Climate Zone Field Check0ate TDV Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 37.12 36.10 1.02 Spam Cooling 32.26 33.50 -1.23 Fans 5.85 6.46 -0.61 Domestic Hot Water 22.29 21.09 1.20 Pumps 0.00 0.00 0.00 Totals 97.53 97.15 0.38 Building Type: [X—] Single Family ❑ Multi Family Building Front Orientation: Fuel Type: Fenestration: ❑ Addition ❑ Existing + Add/Alt (W) 270 deg Propane Area: 797 ft 2 Avg. U: 0.37 Ratio: 42.6% Avg. SHGC: 0.32 Total Conditioned Floor Area: 1,872 ft2 Existing Floor Area: n/a ft2 Raised Floor Area: 1,872 ft2 Slab on Grade Area: 0 ft2 Average Ceiling Height: 12.0 ft Number of Dwelling Units: 1.00 Number of Stories: 1 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units ±,�� ---�. 00 Zone Type Type Conditioned Sethack Hgt. Area -2 n/A HVAC Sygem OPAQUE SURFACES Insulation Act. Type Frame Area U -Fac. Cay. Cont. Azm. Tilt Floor— Wood i.ul n 037 RAQ _B_o 0_-0 1 Wall weed 472 n ONQ R-21 R-0-0 770 Wall wend 182 n os9 R-21 R-0.0 — n Drw None 1 A 0500 _None _$-0 0_-0 Waft Wood 394 0 069 R-21 R-0.0 an Wall Wood 204 0 OM _R21 R-0 0 1Rn 90 Rnef %food_ 1872 n 029 R.38 R-0 0 —770_ D Gains Condition Y / N Status JA IV Reference Location / Comments ErtergyPro 4.3 by EeergySoft User Number. 6494 Job Number: 06120 Paw:3 of 14 1 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R Cannoy Residence Project Title 10/25/2006 Date FENESTRATION SURFACES True Cond. # Type Area U -Factor SHGC2 Azm. Tilt Stat. Glazing Type Bug Location/ Comments 1_ Window 2 Window Front Front OW RA Q . Q NFRC -= NFRC 270 _A. New IWMM Urlyfli_ow-F ON). 16.0 0.370 NFRC 0_32 NFRC 270 , 90 New IWC 5300 ViMl ow -E 1st Floor 1 st Floor ,- Window Front W 75.0 0.370 NFRC 0.32 NFRC 27090tev IWC 5300 Yrn1/Low-E Bug 1st Floor 4 Window Front (VV) 42.0 0.370 NFRC 0_32 NFRC 270 90 New IWC 5300 ViMd1ow-E Screen 1st Floor 6 Window Front OM 12.0 0.370 NFRC 0.32 NFRC 270 _9Q- New IWC 5300 Vinyaow-E Bug Screen 1st Floor 6 Window Front MO 29.0 0.370 NFRC .0.32 NFRC 270 90 Now IWC 5300 VJnWLow-E 1.0 1st Floor Z Window Front Mo 3-0 0-370 NFRC 0"32 NFRC 270 _W New IWC 5300 VIrnULow-E 0.76 1st Floor 8 Window Left (N) 12.0 0.370 NFRC 0_32 NFRC 0 90 New JWC 5300 VmrULow-E _1.5 & �. 1st Floor 6 Window Left (N) 20-0 0-370 NFRC 0.32 NFRC 0 --Q New_iWC 5300 VinvULow-E 100 10.0 1st Floor 10. Window Left (W 3.0 0.370 NFRC 0_32 NFRC _0 _ 90 Netltr lWC 5300 Vinyt/Low-E 2.0 0.1 1 st Floor J1 Window Left (N) 4.5 0.370 NFRC 0.32 NFRC 0 90 New IWC 5300 ViMillm-E 3.0 1st Floor 12 Window Left (t 2.5 0.370 NFRC 0`32 NFRC 0 90 New IWC 5300 VinWl-ow-E 1.0 1st Floor 13 Window Left (N) 51.0 0-370 NFRC 0-32 NFRC 0 _0& New M!C 5300 Vmvl/Low-E 0.76 1st Floor 14 Window Rear (E) 106.6 0.370 NFRC 0_32 NFRC 90 90 New lWQ 5300 ViMLow-E 1 st Floor 15 Window Rear (E) 16.0 0.370 NFRC 0_32 NFRC 90 90 New IWC 5300 VinvULow-E 2.0 2.0 1st Floor 16 Window Rear (E) 128.0 0.370 NFRC 0_32 NFRC 90 90 New NUC WW Vinyl/Low-E 1st Floor 17 Wlndow Rear (E) 80.0 0.370 NFRC 0_32 NFRC 90 90 New IWC 5300 Vi%4/Law-E 5.0 1st Floor 18 Window Right (S) 30.0 0.370 NFRC 0_32 NFRC 180 90 New IWC 5300 ViDWI-ow-E 0.76 1st Floor JR Window Right (S) 12.0 0-370 NFRC 0.32 NFRC 180 _@Q New IWC 5300 VinyJ(J ow -E 1st Floor 1. Indicate source either from NFRC or Table 116A. 2. Indicate source either from NFRC or Table 116B. INTERIOR AND EXTERIOR SHADING Window 2 3 4 5 B 7 8 9 10 11 12 13 14 15 16 17 18 19 Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Bug Screen Screen SHGC Hgt. Wd. Len. Hgt. LER. REA. Dist. Len. Hgt. 0.76 Location JA N Reference Status Comments 0.76 0.76 -0.76 3.5 4.0 _ 10, 0 __QJ __a -� 0.76 1.0 4.0 10.0 01 10.0 10.0 0.76 -Al __a 10- 0.1 10..0 -= _1.5 & �. 0.76 1.0 3.0 10.0 0.1 100 10.0 1.5 6.5 0 0.76 2.0 6.0 2.0 0.1 2.0 2.0 0.76 6.7 3.0 0.0 0.0 0 0.76 1.0 3.0 0.0 0.0 0 0.76 0.76 1.0 2.5 2.0 0.1 2.0 2.0 0.76 0.76 5.0 16.0 10.0 0.1 10.0 10.0 0.76 1.0 8.0 2.0 0.1 2.0 2.0 0.76 8.0 4.0 10.0 0.1 10.0 10.0 Bug Screen 0.76 Bug Screen 0.76 7.5 2.0 2.0 0.1 2.0 2.0 Bug Screen 0.76 2.0 2.0 2.0 0.1 2.0 2.0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Val. JA IV Reference Status Comments Right Fin Dist. Len. Hot. 1.5 3.0 0 1.5 3.0 0 0.5 14.0 0 0.5 14.0 0 PERIMETER LOSSES Insulation Condition Location/ Type Length R -Val. Location JA N Reference Status Comments Run Initiation T'Qne: 10123/0613:21:36 Run Code: 1161634896 EnergyPro 4.3 by EnergySoft User Number. 6494 Job Number: 06120 Page:4 of 14 Certificate Of Compliance: Residential (Part 2 of 4) CF -1 R Cannoy Residence 10/25/2006 Project Title Date FENESTRATION SURFACES True Cond. Location! # Type Area U-Factorl SHGC2 Am. Tift Stat. Glazing Type Comments 20 Window. Right (i) 20.0_ —n 3ZO NFRC_1L32 NFRC 80 -AL New IWC SWI VlnVVI ow -F 1st Floor 21 Window Right (S) 3.0 0.370 NFRC 0_32 NFRC 180 90 New IWC 5300 VinSyLow-E 1st Floor 22 Window Right (S) 63.5 0.370 NFRC 0_32 NFRC 180 90 New IWC 5300 Vin now -E 1st Floor THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Vat. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Vat. Location JA IV Reference Status Comments Run Initiation Tune: 10/23106 13:21:36 Run Code: 1161634886 EnergyPro 4.3 by EnergySoft User Number: 6494 Job Number: 06120 Page:5 of 14 1. Indicate source either from NFRC or Table 116A. INTERIOR AND EXTERIOR SHADING # Exterior Shade Type SHGC 2. Indicate source either from NFRC or Table 1166. Window Overhang Hgt. Wd. Len. Hgt_ LEA. REA. Left Fin Dist. Len. Hgt. Right Fin Dist. Len. Hgt. 20, Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 6.7 3.0 1.0 3.0 0.5 16.0 0 0.5 16.0 0, 0.0 0.0 0 0.0 0.0 0 THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Condition Location/ Type (sf) (in.) Cap. Cond. R -Vat. JA IV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type Length R -Vat. Location JA IV Reference Status Comments Run Initiation Tune: 10/23106 13:21:36 Run Code: 1161634886 EnergyPro 4.3 by EnergySoft User Number: 6494 Job Number: 06120 Page:5 of 14 Certificate Of Compliance: Residential (Part 3 of 4) CFA R Cannoy Residence 10/25/2006 Project Title Date HVAC SYSTEMS Heating Minimum Cooling Minimum Condition Thermostat Location Type Eff Type Eff Status Type HVAC System Central Furnace 81 % AFUE Packaged Air Conditioner 13.0 SEER New Setback HVAC DISTRIBUTION Duct Duct Condition Ducts Location Heating Cooling Location R -Value Status Tested? HVAC System Ducted Ducted Crawlspace 6.0 New Yes Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. WATER HEATING SYSTEMS Rated Tank Energy Tank Insul. Water Heater # in Input Cap. Condition Factor Standby R -Value System Name Type Distribution Syst. (Btu/hr) (gal) Status or RE Loss (%) Ext. Rheem 41-R40 Small Gas No Pipe Insulation 1 40,000 40 New 0.62 n/a n/a Multi -Family Central Water Heating Details Hot Water Pump Hot Water Piping Length (ft) Add 1/2" Control # HP Type In Plenum Outside Buried Insulation COMPLIANCE STATEMENT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business 8 Professions Code) Name: Tdle/Firm: Steve Cannoy Address: 125 Pinedale Ave Oroville, Ca 95966. Telephone: 17 Uc. #: (signature) (date) Enforcement Agency Name: Tttte/Firm: Address: Telephone: (signature) (date) Documentation Author Name: Jim Spudock Title/Firm: Jim Spurlock Address: P.O. Box 67 Berry Creek, CA 95916. Telephone: 519-3844 (signature) V (d e) STAMP Certificate Of Compliance: Residential (Part 4 of 4) CF -1 R Cannoy Residence 10/25/2006 Project Title- Date Special Features and Modeling Assumptions The focal enforcement agency should pay special attention to the items specified In this checklist. These Items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan I Field The Roof "R-38 Roof Cathedral" includes credit for a Radiant Barrier installed per Section 3.3.3 of the Residential Manual. The HVAC System "HVAC System" has the Ducts in the Crawlspace. Supply registers may be no more than 2 feet above the floor. An Air Retardinq Wrap must be installed per the manufacturer's specifications that must comply with ASTM E1677-95. HERS Required Verification Items in this section require field testing and/or verification by a certified home energy rater under the supervision of a CEC- approved HERS provider using CEC approved testing and/or verification methods and must be reported on the CF -4R installation certificate. Plan Field The HVAC System "HVAC System" incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the CF -4R. V� The HVAC System "HVAC System" incorporates a HERS verified Refrigerant Charge test or a HERS verified Thermostatic Expansion Valve. The Cooling System "Bryant 574CNW048090" includes credit for a 11.0 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. EnergyPro 4.3 by EnergySoft User Number: 6494 Job Number: 06120 Page:7 of 14 1 Mandatory Measures Summary: Residential (Page 1 of 2) MFA R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Check or initial applicable boxes or check NA if not applicable and included with the ENFORCE - permit application documentation. WA DESIGNER MEW Building Envelope Measures § 150(a): Minimum R-19 in wood ceiling insulation or equivalent U -factor in metal frame ceiling. ❑ Q ❑ § 150(b): Loose fill insulation manufacturets labeled R -Value: ❑ ❑ ❑ § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not ❑ N El apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U -factor. ❑ 0 ❑ § 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: ❑ ❑ ❑ a. closable metal or glass door covering the entire opening of the firebox ❑ ❑ b. outside air intake with damper and control, flue damper and control ❑ Q ❑ 2. No continuous burning gas pilot lights allowed. ❑ ❑X ❑ § 150(f): Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual. ❑ 0 ❑ § 150(g): Vapor barriers mandatory in Gimate Zones 14 and 16 only. ❑ ❑ ❑ § 150(1): Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0.3%, water vapor ❑ ❑ ❑ perrneanoe rate no greater than 2.0 pemVinch. ❑ ❑ ❑ § 118: Insulation specified or installed meets insulation installation quality standards. Indicate type and include El El 11CF-6R Form: § 116-17: Fenestration Products, Exterior Doors, and Infiftration/Exfiftration Controls. - ❑ ❑ ❑ 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. ❑ ❑X ❑ ' 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain ❑ ❑ ❑ Coefficient (SHGC), and infiltration certification. ❑ ❑X ❑ 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ ❑X ❑ Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. ❑ ❑X ❑ § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑ ❑ § 150(1): Setback thermostat on all applicable heating and/or cooling systems. ❑ ❑X ❑ § 1500): Water system pipe and tank insulation and cooling systems line insulation. 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation ❑ ❑ ❑ having an installed thermal resistance of R-12 or greater. 2. Back-up tanks for solar systems, unfired storage tanks, or other Indirect hot water tanks have R-12 external ❑ ❑ ❑ insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R -value. 3. The following piping is insulated according to Table 150 -AB or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire ❑ ❑ ❑ length of recirculating sections of hot water pipes shall be insulated to Table 150B. 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and ❑ ❑ ❑ indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steam hydronic heating systems or hot water systems > 15 psi, meet requirements of Table 123-A. ❑ ❑ ❑ 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, ❑ ❑ ❑ and wind. 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed ❑ ❑ ❑ entirely in conditioned space. 7. Solar water -heating systemstoollectors are certified by the Solar Rating and Certification Corporation. ❑ ❑ ❑ EnergyPro 4.3 by EnergySoft User Number: 6494 Job Number. 06120 Page:B of 14 Mandatory Measures Summary: Residential (Page 2 of 2) MF -IR NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (*) below. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or in"ttfal applicable boxes when completed or check WA if not ENFORCE - applicable. WA DESIGNER MEW Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CHIC Sections 601, 602, 603, 604, ❑ Q ❑ 605, and Standard 6S; supply -air and return -air ducts and plenums are insulated to a minumum installed level of R4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. if mastic or tape is used to seal openings greater than 114 inch, the combination of mastic and either mesh or tape shall be used. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than ❑ sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions In the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive ❑ duct tapes unless such tape is used in combination with mastic and draw bands. 4. Exhaust fan systems have back draft or automatic dampers. ❑ S. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operating. ❑ dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment ❑ maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. R 0 7. Flexible ducts cannot have porous inner cores. ❑ ® ❑ § 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the ❑ ❑ ❑ heater, weatherproof operating instructions, no electric resistance heating and no pilot fight. 2. System is installed with: a. At least 36' of pipe between finer and heater for future solar heating. ❑ ❑ ❑ b. Cover for outdoor pools or outdoor sees. ❑ ❑ ❑ 3. Pool system has directional inlets and a circulation pump time switch. ❑ ❑ ❑ § 115: Gas fired fan -type central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously ❑ ❑ ❑ burning pilot light. (Exception: Non -electrical cooking appliances with pilot a 150 Stuthr) § 118 n: Cool Roof material meets specified criteria ❑ ❑ ❑ Lighting Measures § 1W(k)1: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table ❑ ® ❑ 150.0, and do not contain a medium screw base socket (E24IE26). Ballasts for lamps 13 Wafts or greater are electric and have an output frequency no less than 20 kHz. § 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, ❑ Q ❑ luminaire has factory installed HID ballast. § 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50% of the Wattage, as determined ❑ © ❑ In Section 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires. § 150(k)3: Permanently Installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires. ❑ ❑X ❑ OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d). § 150(k)4: Permanently installed luminaires located other than in Ilchens, bathrooms, garages, laundry rooms, and utility rooms be high efficacy luminaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are ❑ El controlled by an occupant sensor that complies with Section j 19(d) that does not tum on automatically or have an always on option. § 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (IC) and are ❑ X❑ ❑ certified to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals. § 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not including lighting around swimming poolstwater features or other Article ❑ © ❑ 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d). § 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130,132, and 147. ❑ ❑ ❑ Lighting for parting garages for 8 or more vehicles shall have lighting that complies with Section 130, 131, and 146. § 150(k)8: Permanently Installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more ❑ ❑ ❑ dwelling units shall be high efficacy luminaires OR are controlled by occupant sensors) certified to comply with Section 119(d). EnergyPro 4.3 by EnergySoft User Number: 6494 Job Number: 06120 Page:9 of 14 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Cannoy Residence 10/25/2006 SYSTEM NAME FLOOR AREA HVAC System 1,872 Number of Systems 1 Heating System Output per System 56,000 Total Output (Btuh) 56,000 Output (Btuh/sgft) 29.9 Cooling System Output per System 47,500 Total Output (Stuh) 47,500 Total Output (Tons) 4.0 Total Output (Btuh/sgft) 25.4 Total Output (sgft/Ton) 472.9 Air System CFM per System 1,545 Airflow (cfm) 1,545 Airflow (cdm/sgft) 0.83 Airflow (cfm/Ton) 390.3 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above given at ARI conditions 25.0 OF Outside 0 cfm 68.6 °F 02.9 / 71.4 OF � I Outside Air 0 cfm 79.3/63.7 °F 4.3 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM I Sensible 1,52 29,673 298 814 28,451 0 2,136 2,270 0 0 0 0 0 0 0 2,546 -2,546 2,136 2,270 1_ _ _ _ 36,492 2981 30 445 Bryant 574CNW048090 36,842 6,341 56,000 Total Adjusted System Output 842 6341 56 000 (Adjusted for Peak Design Conditions) -- TIME OF SYSTEM PEAK Aug 2 m Jan 12 am 68.6°F n 102.4°F .1 1 Heating Coil 79.3 / 63.6 OF User Number: 6494 Q Supply Fan 1545 cfm 103.9 OF —� Supply Air Ducts 102.60F ROOMS 70.0 OF 1% Return Air Duds `i 57.1 / 55.7 OF 0 Cooling Coil Supply Fan 1545 cfm 58.6/56.20 Supply Air Ducts 59.9/56.7°F 44.3% R.H. ROOMS 78.0/63.2°F Retum Air Ducts Job Number: 06120 10 of 14 ROOM LOAD SUMMARY PROJECT NAME Cannoy Residence DATE 10/25/2006 SYSTEM NAME HVAC System FLOOR AREA 1,872 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE 1 st Floor 1st Floor 1 1,527 29,673 298 1 527 29,673 298 814 28,451 PAGE TOTAL TOTAL 1 1,527 29,673 298 814 28,451 1 1,527 29,67312981 814 28,451 EnergyPro By EnergySoft User Number: User Job Number. 06120 Page: 11 of 14 ROOM HEATING PEAK LOADS Project Title Date Cannoy Residence 10/25/2006 Room Information Desion Conditions Room Name 1 st Floor Time of Peak Jan 12 am Floor Area 1,872 Outdoor Dry Bulb Temperature 25°F Indoor Dry Bulb Temperature 70OF Conduction lWC 5300 Area 1.872.0 471.5 68.0 16.0 75.0 42.0 12.0 29.0 3.0 181.5 12.0 20.0 3.0 4.5 18.0 2.5 394.4 106.6 16.0 128-0 80.0 204.5 30.0 a 20.0 3.0 63.5 U Value W of Btu/hr Items shown with an asterisk (7 denote conduction through an interior surface to another room. Page Total: 23,124 Infiltration: I 1.001X 0 x Air sensible x Area872 x Ceiling Height ACHE / 60] x ® 5 327 Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 28 451 EnergyPro 4.3 by EnergySoft User Number: 6494 Job Number. 06120 Page: 12 of 14 RESIDENTIAL ROOM COOLING LOAD SUMMARY Project Title Canngy Residence Date 10/25/2006 Room Information Desion Conditions Room Name: 1st Floor Outdoor Dry Bulb Temperature: 1040F Floor Area: 1,872 sf Outdoor Web Bulb Temperature: 720F Indoor Dry Bulb Temperature: 78 of Outdoor Daily Range: 370F Opaque Surfaces R-19 Floor Craw) as R-21 Wall R-21 Wall Wood Door R-21 Wall R-21 Wall R-38 Roof Cathedral Area Items shown with an asterisk (7 denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Floor Line Windows Fb(ed above Floor Line Windo High Windows Covered Floor Line Windows feed Above Cov. F.L. Win Covered French door Fb(ed above French Dr Fir. Line Window French Door Fixed Abv. French Door U -Factor CLTD 1 BW/hr x x x x x x x x x x x x 0.0370 X X X X X X X x x x x x---- 13.6 = = = = = = = = = = = _ 942 0.0690 27.0 876 0.0690 17.0 213 0.5000 17.0 153 0.0690 27.0 735 0.0690 20.0 282 0.0201 50.2 1,887 36.4= 42.0X 17.4+ 0.0x 36.4= 12.0X 17.4+ 0.0X 36.4= 29.0X 17.4+ 0.0X Page Total 1 5 O90 Orientation Shaded Area x X X GLF + + + Unshaded Area X x X Page GLF = _ = 0.0x 17.4+ 68.0X 36.4= 0.0x 17.4+ 16.0x 36.4= 0.0x 17.4+ 75.0X 36.4= 42.0X 17.4+ 0.0x 36.4= 12.0X 17.4+ 0.0X 36.4= 29.0X 17.4+ 0.0X 36.4= 3.0X 17.4+ 0.0x 36.4= N 0.0 17.4 12.0 17.4 N 0.0x 17.4+ 20.0X 17. N 0.0 17.4 3.0 17.4 Total Btu/hr Internal Gain Btu/hr Occu nts 4 X Occupants X 230 Btuh/occ. = 920 E ui pa EX Dwelling Units X 1 boo Watts/sgft = 1,6001 Infiltration: x x 051 x _3,0781 Air Sensible CFM Et.A OT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 29,6731 Latent Gain ger Occupants 0 X Occupants x zw� Btuh/occ. _ Infiltration: 4 812 x 1.05 x 105.13 x -0.00095 = Air Latent CFM ELA pW TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 298 EnergyPro 4.3 by EnergySoft User Number. 6494 Job Number. 06120 e:13 of 14 RESIDENTIAL ROOM COOLING LOAD SUMMARY lProject Title CannoyResidence Date 10/25/2006 Room Information Desi n Conditions Room Name: 1st Floor Outdoor Dry Bulb Temperature: 104OF Floor Area: 1,872 sf Outdoor Web Bulb Temperature: 720F Indoor Dry Bulb Temperature: 780F Outdoor Daily Range: 370F surfaces Orientation Area U -Factor CLTD 1 Items shown with an asterisk (*) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Window in Door Win. Adv. Wood Dr. High Windows French Doors Win. Abv. French Dr. Covered Fir. Line Windows High Windows 2 Wide Windows 6 Wide Window French Door Internal Gain Occupants E ui ment 1 Nage total Orientation x X X X X x + + + + Unshaded Area X X X X x N x 17.4 4.5 17. x 0.0 x 2.5 17. N x 17.4 x 17.4 E 106.6X x 0.0x x E 16.0X 17.4+ x 36.4 x 126.4X 17.4+ 1.6X x E x 17.4+ 80.0X 36.4 x 21.2X x 8.8X 23.4 S x 17.4+ x 23. S 0.0x x 1 20.0X x x x x x Items shown with an asterisk (*) denote conduction through an interior surface to another room. 1. Cooling Load Temperature Difference (CLTD) Fenestration Window in Door Win. Adv. Wood Dr. High Windows French Doors Win. Abv. French Dr. Covered Fir. Line Windows High Windows 2 Wide Windows 6 Wide Window French Door Internal Gain Occupants E ui ment 1 Nage total Orientation Shaded Area X X X X GLF + + + + Unshaded Area X X X X GLF N 0.0 17.4 4.5 17. N 0.0 17.4 2.5 17. N 0.0 17.4 51.0 17.4 E 106.6X 17.4+ 0.0x 36.4 E 16.0X 17.4+ 0.0x 36.4 E 126.4X 17.4+ 1.6X 36.4 E 0.0x 17.4+ 80.0X 36.4 S 21.2X 17.4+ 8.8X 23.4 S 12.0X 17.4+ 0.0x 23. S 0.0x 17.4+ 1 20.0X 23.4 X Occupants X 230 Btuh/occ. = X Dwelling Units X 1,600 Watts/sgft = Page Total Btu/hr Btu/hr 9� 1 600 Infiltration: x x x = 3.0781 Air Serrslbte CFM ELA IaT TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 29,673 Latent Gain Occu nts E--41 x Occupants X 200 Btuh/occ.800 BtuAtr Infiltration: 4 812 x 1,05 x 105.13 x -0.00095 = Atr Laterrt CFM ELA pW OTAL HOURLY LATENT HEAT GAIN FOR ROOM 2998 EnemPro 4.3 by EnergySoft User Number. 6494 Job Number. 06120 Page: 14 of 14 SITE FLAN . . . . . . . . . . . :.....:......:.....:.....:......:..............._.-:......._......................... .. ... .. .............. ,_............ _ ... ... .. .. .. : : (� J �v _ 7 Q�,�c 1 „t �✓` ' .. ............... ..... .. ... ,9 7 S� 1 .. .. .. ... •_ .. .. .. ..... '...... 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